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| 1 | Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. MoRD 2.2 |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Clause 302 MoRD 3.5 |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MoRD 3.3 |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per MoRD Specification clause 301.5 MoRD 3.4 |
| 5 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 6 | Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401 MoRD 4.1 |
| 7 | Water Bound Macadam (Grading -II) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screeningype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. MoRD 4.7 ii |
| 8 | Water Bound Macadam (Grading -III) -Providing, laying, spreading and compacting stone aggregates wbm GR-II) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405.MoRD 4.7 iii |
| 9 | Prime Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502. MoRD 5.1 i |
| 10 | Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503 MoRD 5.2 ii |
| 11 | For BM |
| 12 | For BC |
| 13 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects..MoRT&H 5.4 |
| 14 | Bituminous concrete (Grading-II)- Providing and laying bituminous concretewith Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG30 @ min.5.40percentof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher over freshly laid Tack Coat to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. MORT&H 5.5 b |
| 15 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specificationsCSR Item no. 24.62a |
| 16 | Removing hume pipesand stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.MoRD 2.13 A |
| 17 | Earth work in excavation for foundation ofstructures upto 3 m depthas per drawing and tech. specifications clause 1104including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.MoRD 9.1 |
| 18 | Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MoRD 11.4 |
| 19 | Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawingand technical specification Clauses 600,1202 and 1203 MoRD 11 |
| 20 | Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MoRD 11.4 III (ii) |
| 21 | Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MoRD 12.5 |
| 22 | Supplying, fitting, and placing TMT Bars Fe500 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MoRD 13.2 |
| 23 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 MoRD 12.2 |
| 24 | Painting of parapet walls of CD work with cement paint as per MORD specifications 1701 MoRD 10.7 |
| 25 | Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing wallscomplete as per drawings and technical specifications clause 1204.3.8 MoRD 12.10 |
| 26 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 MoRD 9.13 |
| 27 | Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710 MoRD 9.15 |
| 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.MORD 9.3 |
| 29 | Providing Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 MoRD 12.1 II |
| 30 | Reinforced cement concrete M-20 in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 MoRD 12.5 III |
| 31 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.CSR 22.12 A |
| 32 | Dismantling Prestressed / reinforced cement concrete grade M-20 & above complete in all respects.MoRD 2.5 B |
| 33 | Plain cement concrete M-20 in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 34 | Plain cement concrete M-20 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 35 | Dismantling of Existing Brick Work/ wing walls / Abutments complete as per drawing and Technical Specification Clause 202. MoRD 2.6 B |
| 36 | Credit of Brick Bats as per csr item M-12 d |
| 37 | Credit of Brick |
| 38 | Credit of Steel |
| 39 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. CSR ITEM NO. 24.56 A |
| 40 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801 MoRD 10.2,10.4 |
| 41 | Retro-reflectorised Traffic Signs 800x600mm |
| 42 | Retro-reflectorised Traffic Signs 600x600x600mm |
| 43 | Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular |
| 44 | Pedestrian Crossing Sign Board Square 600x600mm |
| 45 | Double Chavron Sign Board 500x600mm |
| 46 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundationconcrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&Hspecifications,Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012 CSR 24.51(b) |
| 47 | Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges.The plates welded with MS flat of 50mm x 5mm. Theflat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 MoRD 10.16 |
| 48 | Providing and fixing of typical PMGSY Logo sign board (Double Sided) as per MORD specifications and drawing. MS Plates of 1.6 mm thick duly welded on MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame welded to 1 no. MS square tubes post 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The top diamond plates (600 mm) and definition / arrow plate (1100mm x 300mm) will be welded to MS post.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 MoRD 10.16 |
| 49 | Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges.The plates welded with MS flat of 50mm x 5mm. Theflat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 MoRD 10.16 |
| 50 | Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. MS Plate of 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges.The lower plate will be welded with MS flat of 50mm x 5mm. Theflat iron frame of plate welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The top diamond plate will be welded to lower plate by MS square tube 45mm x 4.5mm thick.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 MoRD 10.16 |
| 51 | Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MoRD 10.10 i |
| 52 | ReinforcedCement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 MoRD 10.10 ii |
| 53 | Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 MoRD 10.10 iii |
| 54 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Clause 1704 CSR24.39 |
| 55 | Providing and laying hot applied thermoplastic compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as perIRC:35 1997 complete as per technical clause 803 of MORT&H specificationss as per CSR. 24.57 |
| 56 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 57 | Removing hume pipes 300mm to 600 mm dia (CSR 8.27 B) |
| 58 | Credit of Pipe |
| 59 | Deep Struck Pointing with Cement Mortar (1:3),on brick work in sub Structures as per technical specification Clause 613.3, 1204 |
| 60 | Supplying and fixing of single mould twin shank reflective road studs made out of polycarbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. as per clause 804.7.3 of MORT&H 5th revision specifications. as per CSR 24.63 |
| 61 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 62 | For 1st year |
| 63 | For 2nd year |
| 64 | For 3rd year |
| 65 | For 4th year |
| 66 | For 5th year |
